HomeMy WebLinkAboutWWP2703400.200
PORTION OF THE N.E. 1/47 OF SEC.
i2 9 g0 �� 157 TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
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MINIM CD
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6"
BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IR❑N PIPE
OR DUCTILE IR❑N PIPE,
0
1:3:5 MIX
CONCRETE -�
BL❑CKING
`6" SIDE OUTLET TEE
SEWER MAIN
6" MIN,
CONCRETE BL❑CKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATI❑N
SEWER MAIN
PROPERTY LINE
FUTURE
BUILDING SEWER
2„ x 4„ STUD SERVICE MARKER PAINT UPPER
P❑RTI❑N WHITE ANS STENCIL ON SIDE
W❑RDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD,
UNLESS ❑THERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IR❑N SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN C❑NNECTING NEW SIDE SEWERS TO EXISTING MAIN,
VITRIFIED CLAY, PLAIN AND REINF❑RCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
GIN 2% MIN SLOPE
H❑RIZ❑NTAL
TYPICAL SIDE SEWER ELEVATI❑N
NOTE:
UNLESS ❑THERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATI❑N, WHICHEVER IS L❑WER,
10/17/96 Edited note.
DCV AG
2+00 1+00 0+00
MORTAR
FILLET
m.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTI❑NS
ARE INSTALLED.
3,
CASTING TO BE PER DRAWING BR29.
RUBBER GASKETED J❑INTS
4,
MANHOLE SECTI❑NS TO BE OF REINF❑RCED PRECAST
IN ACCORDANCE WITH ASTM C-443
CONCRETE,
5.
ALL J❑INTS SHALL BE GROUTED.
STEPS - 3/4' DEFORMED BAR
6,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERI❑R
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH S❑LIDS URETHANE C❑ATING;
CONCRETE RISER BY PIPE INC,,
WASSER MC-C❑NSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL,
COLOR OF C❑ATING SHALL BE WHITE,
7,
RUBBER GASKETED J❑INTS SHALL BE IN CONFORMANCE
WITH ASTM C-443,
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX, PIPE SIZE - 21' I.D.
9•
C❑NNECTI❑NS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, K❑R-N-SEAL BOOTS OR APPROVED EQUAL,
LADDER -STD, ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTI❑N
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
10/17/96 EDITED TEXT
3/8/95 ADDED NOTE, EDIT TEXT
FER DR.:4.1NZ; BR=S, E ' P;;-"7E PY 4-
DCV AG
DCV AG
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THESE PLANS ARE "AS -BUILT"
AND THE INFORMATION SHOWN
- ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: f 131201 I
WILLIAM SHUPE HOLMBERG PLS 11332
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SA ITARY
SI1A:1017 3fANIIOLE T-YPC 3
ADOPTED
ti
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"I'll N MIIt1Y F'I.M1hS
L37 DATE: C•1,/�l
DWS. F.AML: 12-0/2
5F° RAG L:3 ,_
S=340004
Call
before you
D j ,, r
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
;xUPR
of wAs�
C) I^^�
f
11332�
\ SSIONAL�
EXPIRES 11/30/08
RECOMMENDED
FOR APPROVAL
By
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
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